Clean Sol Package Drawings STRUCTURAL_AMDT 0003 Set 1 (S-SJ) - Part2.pdf
PDF 32 MB Posted
- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This federal solicitation seeks proposals for the Dexter Adult Fish Facility Upgrades project. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Portland to improve, replace, and add major features to the Dexter Fish Facility to meet criteria approved by the National Marine Fisheries Service. The upgrades are intended to fulfill requirements in the 2008 NMFS Biological Opinion on the Corps' Willamette Valley Project. The period of performance is from March 2023 to November 2026 with an estimated construction magnitude between $25-100 million. The solicitation is unrestricted and full and open with the HUBZone 10% price evaluation preference applied. The selected NAICS code is 237990 for other heavy and civil engineering construction with a $39.5 million small business size standard.
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COLOR AND IS INTENDED TO BE PRINTED IN COLOR
IMPORTANT: THIS DRAWING SHOWS DEMOLITION IN
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SD106
:1
PORTLAND DISTRICT
PENETRATION
36" PIPE
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IF
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T O T /R
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W P
IP
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M
IN
REPLACED
GRATING TO BE
EXISTING
DEMO 6" SLAB ONLY
DEMO 6" SLAB
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SD107
DEMO SHEETS
POINT SEE MECHANICAL
FOR DEMO WEST OF THIS
FOR SIZE AND LOCATION
RIVER PIPE, SEE SK516
DEMO FOR RETURN TO
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IDENTIFICATION
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F .1
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A N
S I F
SJ101
NOTE: BULKHEAD NOT SHOWN FOR CLARITY.
APPROX. LOCATION
STA. 2+70
J L
IN
D
(APPROX. LOCATION)
TRASHRACK/BULKHEAD GUIDE
NEW TRASHRACK IN EXIST.
(APPROX. LOCATION, TO REMAIN)
EXIST. TRASHRACK AND BULKHEAD GUIDE
EXIST. 48" WATER SUPPLY PIPE
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DX-112-118 - BULKHEAD, TRACKRACKS AND GUIDES
DX-112-54 - SPILLWAY STOPLOG AND WATER SUPPLY BLOCKOUTS
REFERENCE DRAWINGS:
EXISTING SLOTS AND GUIDES TO REMAIN AND BE REUSED.3.
EXISTING TRASHRACK WITH COR.
COORDINATE DELIVERY OF NEW TRASHRACK AND REMOVAL OF
CONTRACTOR AND MUST BE REMOVED OFF SITE FOR SALVAGE.
INTAKE ENTRANCE, WILL BECOME THE PROPERTY OF THE
THE EXISTING TRASHRACK, ONCE REMOVED FROM THE2.
THIS SHEET FOR ILLUSTRATIVE PURPOSES ONLY.1.
NOTES:
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A C
A N P .E
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IN
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SCALE: NTS
LOCATION PLAN: ELEVATION 660.00
A
A
SCALE: NTS
SECTION AT STA. 2+70.00
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IDENTIFICATION
SHEET
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SJ501
:1
J L
IN
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NOTE: GRATING BARS NOT SHOWN FOR CLARITY.
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W
N
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A C
A N P .E
STRUCTURES.
ACCORDANCE WITH 09 97 02.00 25 PAINTING: HYDRAULIC
TRASHRACK TO BE PAINTED WITH SYSTEM 5-E-Z IN7.
TO HOLD GRATING PANEL TO THE FRAMING.
" Ø BOLT
3IN THE CORNER OF EACH PANEL TO ALLOW
CONTRACTOR TO PROVIDE DETAILS FOR WELDED LUG6.
MUST MEET 1248 PSF LOADING. CROSS BARS @ 4" O.C.
" CLR OPENING BETWEEN BARS. BAR GRATING
" THICKNESS WITH
1MINIMUM BEARING BARS OF
BAR GRATING:5.
WELDS, AND BOLTS.
WHICH INCLUDES A 10% INCREASE FOR PAINT,
APPROXIMATE WEIGHT OF THE RACK IS 2,500 LBS4.
ALL STEEL SHALL BE A709 GRADE 50 UNO.2.
SEE PLANS FOR ADDITIONAL DETAILS.
MATERIAL TABLE NOT A COMPLETE LIST. 1.
NOTES:
H E
N
IN
G E
R ,P
E
A D
V E
R T
IS
E
SCALE: NTS
ISOMETRIC - UPSTREAM
SCALE: NTS
ISOMETRIC - DOWNSTREAM
12"
SCALE: 1"= 1'-0"
6" 0 1'
F L
O W
1'-0"6'-0"1'-0"
8'-0"
4'-0" �4'-0" �
2'-0" �2'-0" �2'-0" �2'-0" �
" �4 38" �2
16'-6" �4
W
X
W8X24 AND HSS
2" � HOLE TYP.
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SYM. ABOUT �
SYM. ABOUT �
J L
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A N E
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N A
N D S
E C
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IO
N
NEW TRASH RACK.
AND PROVIDED BY THE PROJECT TO LIFT THE
AN EXISTING LIFTING BEAM WILL BE CERTIFIED2.
TABLE AND NOTES.
SEE SHEET SJ501 FOR TRASHRACK MATERIAL1.
NOTES:
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N M
C A
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B B
A C
A N P .E
H E
N
IN
G E
R ,P
E
A D
V E
R T
IS
E
SCALE: 1" = 1'-0"
DOWNSTREAM ELEVATION
SCALE: 1" = 1'-0"
PLAN
A
A
SCALE: 1" = 1'-0"
SECTION
SJ503
SJ503
SJ503
"2 11'-2
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
" CLR8
T
Y P
1"
1 1
"2
R
R
R
R
6"
3"
8"
"8 11 "4
"16
"16 71"2
11"2
"2 19 "2
"2 14R
"4
8"
5""2
"8 3 "4
"8
"16 35"16
" TYP.8
52"8
"8
"16 93"16
93 TYP.
COPE
" �2
COPE
" �2
"4 14"4
"4
"4 14"4
"4
"2 19 "2
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SJ503
� LIFTING LUG PL.
� EDGE PL.
J L
IN
D
D E
T A
IL
S
W8 X 24 �
� LIFTING LUG PL.
� EDGE PL.
F A
C
IL
IT
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E R S
U P
P L
Y T
R A
S H
R A
C K
".16
1DIMENSIONS ROUNDED TO NEAREST 2.
TABLE AND NOTES.
SEE SHEET SJ501 FOR TRASHRACK MATERIAL1.
NOTES:
� CORNER STIFFENER PL. � CORNER STIFFENER PL.
" � COPE2
� W8 X 24
� HSS � HSS
K E
N M
C A
R A
B B
A C
A N P .E
H E
N
IN
G E
R ,P
E
A D
V E
R T
IS
E
A
B
SJ502
SCALE: 6" = 1'-0"
DETAIL 1 - PLAN
SJ502
SCALE: 6" = 1'-0"
BOTTOM GIRDER DETAIL
SJ502
SCALE: 6" = 1'-0"
TYPICAL HSS HORIZONTAL SUPPORT DETAIL
C
SCALE: 6" = 1'-0"
W8 X 24 DETAIL
SCALE: 6" = 1'-0"
TYP. LIFTING LUG STIFFENER PLATE
SCALE: 6" = 1'-0"
TYP. LIFTING LUG PLATE
C
A
SCALE: 6" = 1'-0"
LIFTING LUG AND STIFFENERS DETAIL
B
SCALE: 6" = 1'-0"
LIFTING LUG AND STIFFENERS DETAIL
| DXF1.101_S-001-Sheet Name-000.pdf |
| DXF1.101_S-101.pdf |
| DXF1.101_S-501-Sheet Name-000.pdf |
| DXF1.101_SD101-Sheet Name-000.pdf |
| DXF1.101_SD102-Sheet Name-000.pdf |
| DXF1.101_SD103-Sheet Name-000.pdf |
| DXF1.101_SD104-Sheet Name-000.pdf |
| DXF1.101_SD105-Sheet Name-000.pdf |
| DXF1.101_SD106-Sheet Name-000.pdf |
| DXF1.101_SD107-Sheet Name-000.pdf |
| DXF1.101_SD108-Sheet Name-000.pdf |
| DXF1.101_SD109-Sheet Name-000.pdf |
| DXF1.101_SJ101-Sheet Name-000.pdf |
| DXF1.101_SJ501-Sheet Name-000.pdf |
| DXF1.101_SJ502-Sheet Name-000.pdf |
| DXF1.101_SJ503-Sheet Name-000.pdf |
File details come from the government source that posted it. Updated .